Matches in SemOpenAlex for { <https://semopenalex.org/work/W3110843499> ?p ?o ?g. }
Showing items 1 to 76 of
76
with 100 items per page.
- W3110843499 endingPage "012036" @default.
- W3110843499 startingPage "012036" @default.
- W3110843499 abstract "The use of high-strength concrete (HSC) started about four decades ago in world. Using (HSC) supports the applications in civil engineering such as reduce the size of buildings columns, increase the girders length, increase the buildings stores as well as the economics benefits. The paper aims to investigate the effect of using various compressive strength of concrete mixes on the behavior and load capacity of reinforced concrete beams in terms of cracking, yield, failure loads, deflection and ductility. The experimental program included the cast of six reinforced concrete beams with 1.75 m length and cross section of 200 ϗ 300 mm. The beams specimens were tested under two points loads. Several concrete mixes were tried to obtain the concrete compressive strengths 30.9, 40.3, 51.2, 60.1, 71.6 and 89 MPa that used for every specimen beam. The experimental results showed that the increase of concrete compressive strength developed the load capacity strength and ductility. By increasing the compressive strength ratio with (30%, 67%, 95%, 132%, and 188%) caused increase in cracking load by 25%, 66%, 94%, 116% and 152% respectively, and increased the yield and failure loads by (18%, 31%, 41%, 51%, and 69%), (14%, 32%, 47%, 59% and 77%) respectively. As well as the deflection in yield was decreased by (13%, 22%, 33%, 26% and 13%), while it was increased by 10%, 16%, 23%, 26%, and 39% respectively in failure stage as a result of increased of load failure. Adding to that, ductility is increased by 27%, 50%, 84%, 70% and 61%, respectively with the of increasing of compressive concrete strength in ratios mentioned above." @default.
- W3110843499 created "2020-12-21" @default.
- W3110843499 creator A5007418361 @default.
- W3110843499 creator A5057317903 @default.
- W3110843499 creator A5088482830 @default.
- W3110843499 date "2020-12-10" @default.
- W3110843499 modified "2023-10-14" @default.
- W3110843499 title "Reinforced Concrete Beams Capacity with Various Concrete Compressive Strengths" @default.
- W3110843499 cites W2081169996 @default.
- W3110843499 cites W2610428135 @default.
- W3110843499 cites W2941181743 @default.
- W3110843499 cites W2998173789 @default.
- W3110843499 doi "https://doi.org/10.1088/1757-899x/978/1/012036" @default.
- W3110843499 hasPublicationYear "2020" @default.
- W3110843499 type Work @default.
- W3110843499 sameAs 3110843499 @default.
- W3110843499 citedByCount "4" @default.
- W3110843499 countsByYear W31108434992021 @default.
- W3110843499 countsByYear W31108434992023 @default.
- W3110843499 crossrefType "journal-article" @default.
- W3110843499 hasAuthorship W3110843499A5007418361 @default.
- W3110843499 hasAuthorship W3110843499A5057317903 @default.
- W3110843499 hasAuthorship W3110843499A5088482830 @default.
- W3110843499 hasBestOaLocation W31108434991 @default.
- W3110843499 hasConcept C120665830 @default.
- W3110843499 hasConcept C121332964 @default.
- W3110843499 hasConcept C127413603 @default.
- W3110843499 hasConcept C135628077 @default.
- W3110843499 hasConcept C149912024 @default.
- W3110843499 hasConcept C159985019 @default.
- W3110843499 hasConcept C168834538 @default.
- W3110843499 hasConcept C192562407 @default.
- W3110843499 hasConcept C196316656 @default.
- W3110843499 hasConcept C203373105 @default.
- W3110843499 hasConcept C2776512210 @default.
- W3110843499 hasConcept C2781355719 @default.
- W3110843499 hasConcept C2988805333 @default.
- W3110843499 hasConcept C30407753 @default.
- W3110843499 hasConcept C58396970 @default.
- W3110843499 hasConcept C66938386 @default.
- W3110843499 hasConceptScore W3110843499C120665830 @default.
- W3110843499 hasConceptScore W3110843499C121332964 @default.
- W3110843499 hasConceptScore W3110843499C127413603 @default.
- W3110843499 hasConceptScore W3110843499C135628077 @default.
- W3110843499 hasConceptScore W3110843499C149912024 @default.
- W3110843499 hasConceptScore W3110843499C159985019 @default.
- W3110843499 hasConceptScore W3110843499C168834538 @default.
- W3110843499 hasConceptScore W3110843499C192562407 @default.
- W3110843499 hasConceptScore W3110843499C196316656 @default.
- W3110843499 hasConceptScore W3110843499C203373105 @default.
- W3110843499 hasConceptScore W3110843499C2776512210 @default.
- W3110843499 hasConceptScore W3110843499C2781355719 @default.
- W3110843499 hasConceptScore W3110843499C2988805333 @default.
- W3110843499 hasConceptScore W3110843499C30407753 @default.
- W3110843499 hasConceptScore W3110843499C58396970 @default.
- W3110843499 hasConceptScore W3110843499C66938386 @default.
- W3110843499 hasLocation W31108434991 @default.
- W3110843499 hasOpenAccess W3110843499 @default.
- W3110843499 hasPrimaryLocation W31108434991 @default.
- W3110843499 hasRelatedWork W1981768976 @default.
- W3110843499 hasRelatedWork W2067557397 @default.
- W3110843499 hasRelatedWork W2222487064 @default.
- W3110843499 hasRelatedWork W2367976273 @default.
- W3110843499 hasRelatedWork W2394386603 @default.
- W3110843499 hasRelatedWork W2776667600 @default.
- W3110843499 hasRelatedWork W3047370292 @default.
- W3110843499 hasRelatedWork W3151429222 @default.
- W3110843499 hasRelatedWork W403763849 @default.
- W3110843499 hasRelatedWork W2185206177 @default.
- W3110843499 hasVolume "978" @default.
- W3110843499 isParatext "false" @default.
- W3110843499 isRetracted "false" @default.
- W3110843499 magId "3110843499" @default.
- W3110843499 workType "article" @default.